HomeMy WebLinkAbout19-21102 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21102
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21102 Address- 5024 9TH ST HISTORIC
Permit Type: ADDITION/ALTERATION : ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est.Value: Parcel Number: 11-26-21-0010-21200-0110
Improv. Cost: 2,490.00 OWNER INFORMATION
Date Issued: 5/09/2019 Name: DEFALCO STEVEN & CECILIA H MONTE
Total Fees: 82.50 Address: 5024 9TH ST HISTORIC
Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542
Date Paid: 5/09/2019 Phone: (973)420-5551
Work Desc: PORCH CONVERTED TO SCRN RM
CONTRACTOR(S) APPLICATION FEES
HOMEOWNER BUILDING FEE 82.50
Ins pectio s.Reauired
FOOTER 2ND ROUGH PLU MIS - INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER misc.
ROUGH ELECTRIC LINTEL misc misc.
1ST ROUGH PLUMB PRE-METER INSULATION WALL misc.
DUCTS INSTALLED WATER misc DRIVEWAY
PRE-SLAB SHEATHING misc. misc.
CONSTRUCTION POLE FRAME misc. misc.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFFICOR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
DISCLOSURE STATEMENT FOR OWNER
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
E(,j L_ C C) have read and fully understand and
agree to the provisions of this instrument.
The undersigned states and affirms that he or she is desirous of constructing,
renovating, adding to or reroofing his or her own domicile, that he or she
actually occupies, or will occupy by said domicile, and same is not for
rent, lease or sale. That he or she shall comply with the following conditions:
1. That the owner and he or she alone shall act as the builder for all phases of
construction.
2. That the owner will comply with all provisions of the City of Zephyrhills
ordinances and codes pertinent.
to the building.
3. That in the event various phases of construction are subcontracted, he will
engage only properly licensed subcontractors and will personally supervise
such work.
4. That in the event the Building Inspector shall require corrections to be made,
the owner will assume full responsibility to insure they are made, and upon
completion will call for a reinspection before proceeding with the building.
5. That the owner shall assume full responsibility for the construction and will
not expect supervision of his work from the City of Zephyrhills Building
Department.
6. That prior to final inspection any additional fees, including reinspection
fees, must be paid in full. A written request from this office shall
constitute an official notice to pay additional fees.
7. That the owner shall comply with all City, State and Federal laws in regard to
social security, workman"s ,compensation, lien laws, etc. , where applicable.
8. That the owner shall comply with all the safety codes issued by the Florida
Industrial Commission.
9. State law requires construction to be done by licensed contractors. You have
applied for, a permit under an exemption to that law. The exemption allows
you, as the owner of your property, to act as your own contractor with certain
restrictions even though you do not have a. license. You must provide direct
onsite supervision of the construction yourself. You may build or improve a
one-family or two-family residence or a farm outbuilding. You may also build
or improve a commercial building, provided your costs do not exceed $75,000.
The building or residence must be for your own use or occupancy. It may not
be built or substantially improved for sale or lease. if you sell or lease a
building you have built or substantially improved yourself within 1 year after
the construction is complete, the law will presume that you built or
substantially improved if for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person to-act as your contractor or
to supervise people working on your building. it is your responsibility to
make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not
licensed to perform the work being done. Any person working on your building
who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax
and provide workers' compensation for that employee, all as prescribed bylaw.
Your construction must comply with all applicable laws, ordinances,- building-
codes, and zoning regulations.
OWNER'S SIGNATURE DATE S2
ADDRESS
PHONE
WITNESS PERMIT #
Jacqueline Boges
From: Gail Hamilton
Sent: Thursday, May 9, 2019 8:03 AM
To: Jacqueline Boges
Subject: Re:check your files
Morning Jackie!
9th Street is approved
6th Street fence approved must be stained or painted.
Thank you!!
Gail K Hamilton
City of Zephyrhills
CRA Director
(813)780-0202
On May 8, 2019, at 12:04 PM,Jacqueline Boges<!boges@ci.zephyrhills.fl.us>wrote:
Hello Gail
I have in waiting 5024 9th st for a porch converted into a scrn room given to you on 4/11 have not
received back
And 56516th st for stockade fence do not have date given to you.
Thanks
Jackie Boges <image0e1.j pg>
813-780-0020 ext3513
"A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine,
but it is He Himself we have."Dwight L. Moody
Florida has a very broad public records law. Electronic communications regarding
most City of Zephyrhills business are public records and available upon
request. Your e-mail communications may therefore be subject to public
disclosure. If you received this message in error, please do not read, forward,
copy, etc. and delete immediately.
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: W e - I s4e \a,
Y)
Date Received: , I 1
Site:
Permit Type: ,SC��e h rvoyn !c `rc'FY
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
APR 0 9 2019 \
Kal n Witzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021
Building Department
Date Received' 3 )9 Phone Contact for Permitting �^{-C
fleQ DEr ALGC� Owner Phone,.Number /�o
Owner's Name S
Owner's Address - 2 1 I &PH 2N1 LLS.F'L 33SY Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS Sony �+►-` ��T Z�PI'I rZN�L�-S L 335 LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR R
ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK S a4eEti Roo r, F0(2- 2GAR PAT)p --N o So lri 6 (Z06F a I? 1/3A U-'S
BUILDING SIZE �Q / \ ;6 I SQ FOOTAGE S0O i HEIGHT
BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
/
=PLUMBING $ vl f 0�
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE ~ REGISTERED Y/ N FEE CURREN
Address License# x
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN LY/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Ly/N
Address License# F
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdiv_isions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Pare;(1)set of Energy Forms.R-O-W Permit for new construction. --
Minimum ten(10)working days after submittal date..Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,'
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely. _
Owner&Contractor sign back of application,notarized-- "? _ -' -
If over$2500 a Notice-of Commencement i AI,C upgrades over 7500
Agent(for the col'Itractor)or Power of ABomey;(for the owner)would be someone with notarized letter from'owQer authorizing•sai'm6
OVER THE COUNTER,•PERMITTING '(copy'of contract required) s =F.,"'='
Reroofs if shingles ','Sewers Servicd Upgrades=A/C ` Fences(Plot/Survey/Footage)'
Driveways-Not over`Couriter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions. '
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local-regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing 'requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior;to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the'owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior.to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction; zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify .that-no work. or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance; Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, ,Cypress Bayheads, Wetland Areas_ Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly}permitted.-
If the fill material is to be used in Flood Zone A , it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used'in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing,,signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any'codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to;exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO.RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03) -
—O:",MER OR AGEN-& �"l'Y� CONTRACTOR°
ubscribed and swo to(or affirmed)before me this S bs Id and swo to(or affirmed)before this
-2-H9 by � STF,J4ew bEFA t.c o - (9 by
5i'CJEr� �� Aerca
Who is/arg_personally known to me or has/have produced Who is/are ersonally.kppown tome or has/have produced
F'L. PAIW-1/,� use as identification. o�^e rs L.� as identification.
R - �
Notary Public' Notary Public
Comm on N Commiss' n N .'.'` •
'•.':Commission MUNE BOLES Commi lion#GG 2E
Name of Nota Name of Notary' dtAN ptfe iic S �1��r;�
O:dT1,ruf2,2022
v�ro�� roYFainlnspr� mum-7019 j lnc•r;anc:OOD•SF57019
City of Zephyrhills
Planning Department File #: 9 0A
a `'> 5335 8"Street,Zephyrhills,FL 33542
q 813-780-0006 Approval Date:bi � wo(ot
www.ci.zephyrhiUs.fl.us/242/Historic-Preservation' CERTIFICATE OF APP111"PRIATENESS
City of Zephyrhills Historic Preservation Board
City of Zephyrhills Planning Department
THIS DOCUMENT MUST BE POSTED AT ALL TIMES
Address: 5024 9th Street Applicant: S. DEFALCO
Work Approved:
Construction of aluminum screen room on East(rear) side of structure.
Work to COMMENCES: AFTER ALL PERMITS ARE OBTAINED AND ALL ZONING REQUIREMENTS
SATISFIED.
I,the undersigned,assure that the work performed will be executed as specified under the terms of this Certificate.If it
is determined that changes are necessary, I will apply and wait for approval for those modifications prior to the
commencement of any work on those changes.
Signed: Approved: (J( 0
V�J
Applicant Historio Pieesery ti Specialist
Histo&4 eservatt n Board
NOTE:Additional permits may be required from the Building Department.
All work shall be in compliance with all Building Codes and the City of Zephyrhills Land Development Code
This Certificate expires six(6)months after the date of issuance if work as specified above has not begun,or after a period of six(6)months
of no activity,unless otherwise specified.
UNN FI
ENGINEER'S NOTES:
fi1E t- rp•
BASIC WIND VELOCITY UP TO 155MPH Vult/ 120MPH Vasd, 3 SEC GUST 1•x OPEN SACK FASTENED TO txt qklxal
— — -------
RISK
EXPOSURE CATEGORY B 3/!'VEDGE ANCHOR - UOP PLATT \-1131'x2'AL1M ANGLE
• a ONSEDNENT O►004 to — ------ -- --_.--------
INTERNA L PRESSURE COEFFICIENT = 0.0 OPEN STRUCTURE x ' : x v I
DESIGN LOADS FOR SCREEN DOES NOT EXCEED 9 PSF . ........a,.. 1 j1 fn's r s'T"". AL cORROswn s 1StANt tf 1"r•� ' FA T N V(�2) � mam CPTIOMAL RISE 2 wxl R/2 ; EEN N (4,CONCEALED 010x1 U2•
}••+i•L E REC OW04EL.IN LIEU Il<=.�►,!'•..,•-; NDIST 010x3/4'�EKS N RESIsi� (2) I ( ROOF RIRLINl7'O.G NAx VASHER.HEADED SCRCYS
,.
ANCE CT 1'd•it,CLIPS SNOLM D( (Y) CONCEALED 210x1 1/2'
FASTEN V/CONCEALED CORROSION RESISTIVE
(a'•rr�>r"""LS- COWtUM I 1 VASigR !FADED SGREVf
♦ . i ( MIN(4)010XV
a',, . ' ''. •. CORROSION RESISTIVE
1/8' CORNER GUSSET ANGLE BRACKET ;' ;',;: VArf(dt HEADED SCREvs
FASTEN WITH (9) #12 x 3/4 S.M. : •a_�=Pcr•!+:�t4 text'HOLLOW GIRT TYPICAL RCxY )H710v GIRT TYPICAL ERTICAL.FRAME MENSEk CORROSION RESISTIVE YxN ALUM I.M.D.
CORROSION RESISTANT '-p' OPEN SACK OR SKI. COLUMN SCREEN R DEAN
TO STRUCTURAL WALL MEMBERS s1zc PER SPECIFIC
ALTERNATIVE
5/16' EYE BOLT CONNECTION FIT AwmaNAL CUPS WHEN DESIGN REOIOREMENTf
W/DOUBLE NUTS aU)04 SIZE PROVIDES ROOM - I oTVUPTIDML IRE t Vrd LL
(2)/SIDE MIN - - SEC CHANNEL IN LIEU ff(2) 010x314' SEA(STITCH
LOCK NUTWASHERS I Y D.C. MX Tntcu,
CORROSION RESISTANT rxr a' S ItiOVN TYPICAL CONCEALED WALL GIRT
t xt N�•x lY ANGLE FASTEN DEC•CANNEL V/(t)
e • • e IM v4•xt VY Wwa of mIv CONNECTION DETAIL TYPICAL CONCEALED CONNECTION
• Y iItAC Yxted•AL ANL9 ROOF PURLINS TO ROOF S.Y.B.
e 11/4''TTA�Pcots x t In FASTENVK4)ue x3/4 TEKS
O t4'D.G 1RACKET L jjoos TO SLN v131r L.DT — —
firty. ix2 OPEN BACK BASE RAIL 1x3 OPEN BASE AIL BACK
e • ,x /4'x2' EMBEDMENT
/8' STAINLESS STEEL • ---U& M TAPCON- 2 x2'X3'X1/8' ANGLE
çCABLE W/ MIN q •- •;,•, , !r•(,rr?p 1/2TEKSCLAMPS `.'r.% ,A '`, �•M� ;i y Y 'i t,.ac3=.;•�1f •.y 3 1
eta r�7: *, [DQE DISTAHNtt _�t y � (• ,: Y , 1�;.: 3)#10x3/4' TEKS p p /4'x2' EMBEDMENT ffl 51;rt.f.,.r. v( .,,:�_Z:3.,..; ; 'r z. t�fi•..r-.::: I TAPCON (2)
_.. • v%�:tii I'v.•.:..-�7 •'`- 1x2 OPEN BACK
•^t'I�!' f'� ` fi•r� BASE RAIL 1x3 OPEN BACK
;` ���`..� TYPIC��AL��,,E>D?03ED CONNECTION_RET p
APPROX. SASE COLUYNOTO DECK TO COwsuv3 O I TO SLAB PER DETAIL
_ — — PLAN VIEW x2 HOLLOW PLAN VIEW 3x3 x.125 AL CORNER
{ g 1x2 OPEN BACK TO 2x2 CDLUMN 13 OPEN BACK TO 3x3
CABLE 3000 PSI CONCRETE 161 Mff&PERM1 W/#10 SMS 83'' O.C. MAX W/#10 SMS ! 12' O.C. MAX
SLAD/FOOTER itx3/4 TExS 2'32'X1/8' ANGLE 2•x2'X3'Xl/8' ANGLE
5/16' EYE BOLT W/ i ISTwi TAPcai /4'x2' EMBEDMENT /4'x2' EMBEDMENT
COMPRESSION SLEEVES = Ix � ELEV TAPCON 1x2 OPEN BACK. TAPC13N (2)
CORROSION RESISTANT atsl iTRAr Yxt'JO/r 2x2 X1/B' ix3 OPEN BACK
1�+ yED(� NEU ANGLE BASE RAIL I ELEV 4 4 BASE RAIL
�•_•��,-�•�• -,•,- eX CvLlE•OI1NT y�
®�4~` EA SIDE Q COST , N�IT �f'� > •---- ts. ` +> ! Lei :. a.s:tl,Cb7,t�r . L j y.ym�� "y� ��"Z%�•
(T10ROSlO/tCSISTTMIT I '}'i J+. ;y ri sue+ �f.>{: J '�' wr'"t I i•11�J{( 3�r:cN '•e S S,y,y J
r .MIT ; •�d•„�• .'Y>?"+yeC•.!!1.J � .1' .,j'�: • ?+' r:••:�r•' ',
w S i'�"' EDGE DISTANCE ♦ Y ♦ w - /' +f"'�"��'£'C'Y` ,. •.�S ('�• �tti• r L'�:.1•ij',."1��!'L�-,•.•� '7
STEEL CLIP �►:r:1.*M v.ff� 'S` `S�+e r I r:1gt'r 1`�Gr��• ' ,fiy�f ` �4
FASTEN W/ (2) 1/4' x 1 1/2 EMBEDMENT -�:'t,t•/ ,•.t'• _ 4 00 PSI CONE, SLAB y�"
TAPCONS DR WEDGE ANCHORS ''' +z�T`"" . _._J3 p ' $ '�� 4' 000 P I0VONC. FIBER FILL
s q;•"� � y/ 6x6//10—tIOVVM OR FIBER FILL � , ,; �,.•• g
CORROSION RESISTANT �M; �12r �f �J OVER 6 MIL POLY.FILM • V/Ax6N10-il
TYPICAL CABLE ALTERNATIVE I W '1 OVER COMPACTED TERMITE ---\,/---►� OV R 6 MILC Y FILM
TREATED, SOIL w OVER COMPACTED TERMITE
POST CONNECTION 3000 PSI CONC. CONTINUOUS FOOTER 110-130 MPH TREATED SOIL
CONNECTION DETAILS SHOWN CONNECTION FOR CONCRETE SLAB w/ (Z)#5 CONTINUOUS TYPICAL DETAIL NOTE' NO FOOTER REVD EXCEPT WHEN ADDRESSING ERROSION
EXTERIOR CORNER 4' 3000 PSI NOMINAL SLAB W/O FOOTER MAY
@ BOTTOM yB/E�Y USED
ON•LE{VELg GROUND
UPTO SLOPES OF 1'/12• 131-140 MPH
F❑R GRADE SLWOPE#GREATER THAN 1'/12' UP TO 2'/12' TYPICAL DETAIL
•33'x.045' ALUMINUM COLUMN TAPCON FASTERS SHALL PASS WLY=12'x16' W/ (1) #5 CONTINUOUS , EXTERIOR CORNER
2x2x.062 A (3'33'X.045' ALUMIMI4 COLUMN! 4 CORNERS) THRU PAVERS TO PROVIDE • FOR GRADE SLOPES GREATER THAN 2 /12 ® BOTTOM
EACH SI5 1 1/2' EMBEDMENT INTO CONCRETE SLAB NEW SLABS TO HAVE EITHER 6'x6'-#10/IOWWM
z) #10 SMS 24' O.C. MAX OR FIBERMESH
PT 2x4 DECKING
OR I&RIVE �
W �CORROSION RESISTANT(2) AVERS
FASTEN TO JOISTS 1'x2' ALUM BASE PLATE (TYP) O NOTE'
W/#8x3 DECK SCREWS
EQUIVALENT CONNECTIONS MAY BE USED IN PLACE OF THE
PT 2'x6' PERIMETER JOIST CONSTRUCTION DETAILS FOR SCREEN ENCLOSURES SHOWN
BEAMS &COLUMN SIZES TO BE PER SITE SPECIFIC DESIGN
-CORROSION 2' r
MIN IMBEDMENT IN 2RESISTANT'x_ � rJ+ i ALL FASTENERS TO BE CORROSION RESISTANT
PERIMETER JOISTS y
4�
�1 MAY BE USED FOR ADDITIONS TO MOBILE HOMES
vR3!. •l• :r o MODULAR 6 PARK MODEL HOMES AS WELL AS
TYPICAL
SITE BUILT BLOCK OR FRAME HOMES.
I hereby certify that I have reviewed this
plan and found It to be in compliance
with ASCE 7-10 and seteion 1609 of the
FLORIDA BUILDING CODE, 6th Ed . (2017', SHEET OF
TL Hanson & Associates Inc
f(,1r Consuiting Engineer SCALE DALE PART NO
� r'J Po Box 1728 Phone 352-521-5848 NTS
HAWLEY ALUMINUM TEL• 813-713-0422 a+E°'
ENGINEERLICENSE 38654
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with ASCE 7.10 4nd Ntcicn 1600-of tM
FL0RIQA BUiL0lNG � Edition, 017) weer or
TL Hs►aeon & Asaociatee Inc
Consulting Engineer ► yo
ENOtHEflt u AAWLEY AUMIN TE4 013-713-0424 TLH
ENGINEER'S NOTES:
ALUM 2x_' SHN PER SPECIFIC DESIGN ALUM 2'x_' SMR PER SPECIFIC DESIGN
BASIC WIND VELOCITY UP TO 155MPH Vult/ 120MPH Vasd, 3 SEC GUST FASTEN V/(N 11Dx3/4'SMS!7/4'DC.EA SIX TO CONNECTOR NOTE'(H-HEIGHT 11F SMB) FASTEN V/(N) !10x3/4' SMS! 3/4' D.C.
FASTEII CONNECTOR TO GUTTER V/ (M) BI2x3/4 SMS EA SIDE TO CONNECTOR. NOTE, (N-H Cl SILL),
♦ RISK CATEGORY 1. - - - NOTE.CONNECTOR MAY RE l2)ANGLES OR RECEIVING CHANNEL FASTER CONNECTOR TO GUTTER V/OD !10x3/4 SIG 11 3/4'DC.
EXPOSURE CATEGORY B
L.H. MIN---I— H' MI V1DEx VB'MIN !�EA BEAM NOTE,CMKCT13R HAY BE(2)Vxt'xl/!' ANGLES OR EXTERNAL
INTERNAL PRESSURE COEFFlCIENT - 0.0 OPEN STRUCTURE ' v/c2) Nuo SMsx2'LG INTO FACIA NR INTERNAL 'U' CHANNELS
27 B10 SMSx714'1.6 INTO GUTTER LIP NOTES DBL ROW OF STAGGERED S.M.S.
DESIGN LOADS FOR SCREEN DOES NOT EXCEED 9 PSF I I uIAAESRTE STRAP vFEEt+GROOVE ! 'lY CHANNEL TO GUTTER CONNECTION
• - V/ B. LU LAG SCREWS
_ • 2' V1DEx 1/8' MIN STRAP I EA RAFTER i
2'X_' 2.2' P D TAIL FASTEN • W/(z) SN sMs2' lG INTO FACIA
(2) Rl0 SMax3/4' LG THTO WTTEA;LIPOP BEAM 'H" kRUC
COVER I 0
PLATE MI � • . . .I. ... , !! H j S�aOGTURE RO f
pg /6 N=HEIGHT 'H' r I t{pSS
b e H PROV 1 LENGTH 2xMMH SPLICE PLATES _ H
p0 TYPICAL RIDGE BEAM CONNECTIONS
0a EXTERNAL PLATES ENLARGED YIEIf y �+
1 FCT HATS Ns
ALUM 2'xH' SMB TYPICAL'CONNECTION
OPEN BACK G OVERLAP BEAM ONTO COLUMN ( PER SPECIFIC DESIGN S►oB TO S11psR GUTTER 3/B',0 V/ B[AG'S ER a x FACIA
FASTEN TO ASTEN WITH SUPER GUTTER TO TACIA BOTH SIDES OF EA BEAM
2x_ TOP PLATE NIOx3/4 TEKS 2 3/4' D.C.
APPLY MAX NUMBER OF SCREWS ON STRAPS T M R FILLER14
W/#10 SMS GROWS 2 HxW 2 3/4' O.C. LOCKSNG W AL ANGLE
@24' O.C.& STAGGERED ON EA SIDE sEa/cDTT>o1 w1BCnaN peuD
FASTENED FASTENER SCHEDULE: NOTE, CONNECTOR MAY BE (2) 2'x2'xi/9'xH ANGLES I SVPER oirTTBR i0
TO COLUMN 2'xH' AL SMB OR INTERNAL 'U' OR EXTERNAL 'U' CHANNEL SLOPING NCIA
11 k BEAM TO SUPER GLITTER PER DETAIL PER SITE SPECIFIC S .B. SIZEN_H 1.0-tAG ICRtVs
DESIGN REQUIREMENT x3/4' x x -- --
FASTEN PER NOTE' H
2'X2' GIRT DETAIL (N=HEIGHT OF SMB) ! lz• CC c„^a a,AIL OPE14 RACU,
FASTEN PER 2X6 20 18 16 ALUM 2'x_' SMB PER SPECIFIC DESIG F vii EN 2x2
FASTEN W/ N12x3/4' SMS Ll V/lI Q 14
DETAIL (N) PER SIDE OF CONNECTOR / / I 024
2X9- 42 I H i • 11.010 cSCREVED
1'x 2'xV' AL SMB PER SPECIFIC 2X9_.31 42 FASTEN CONN T�F �1 T LEDGER BOARDPER DETAIl.
BASE RAIL DESIGN REQUIREMENT 2X10 52 40 28 V�R CN��n4x1�/Z' LA CREWS 2 3/4' O.C. p H ;I� • LAP OF REAM oN COLUMN FASTEN V/
FASTEN PER ( p LL ppGEERR D TA
= __ 10x3/4 TEKS a 3/4' 0.C, i
DETAIL FNDR NASt�Ni2Y R ALL FASTENASONCM)RY WALL/lbx 1 I/2' TAPCONS) APPLY MAX NUMBER ON SCREWS
___ ` LROVS ! NxV ! 3/4' D.C.
PT 2X LEDGER V/ 1/4x1 1/2' LAG SCRS @12. D.C MAX
� "''' FOR CONNECTION TO WOOD STUD FRAMED WALLS URC 0.C
.;sSi STR�
I TYPICAL SCREEN ENCLOSURE -SECTION S.1L.B. TO FACCLLI CONNECTION I
ALUM ALx2CONNECTION Cl
�'H' MIN-�-•H' MI ASE SHE RAFTERS V/ (4) N10x2' H' MIN-- —'H' MIFASTEN RECEIVING CHANNEL To MOST 2x4 MW FACIA
CORROSION RESISTANT INTERNAL SCREWS N�' ALUM z'xH' SHE WITH N10x2' LAG SCREVSR 12' O.C. MAX
OR EOUIV, EXTERNAL CLIPS I _R SPECIFiC DESIGNALUM FLASHING Ir
• • • (2) ROW; STAGGERED INSTALLED UNDER DRIP EDGE ON 6' 2'x3'x.050' KNEE BRACE CONNECTION V/
p1�UM 2'xH' SHE • • • • M4 BRACKET OR NTERNA` U' CLIP Nn
• • • • -• • • PER SPECIFIC DESIGN • X I/2'CCRNGSION RESISTANT • UNDER FIRST ROW OF SHINGLES OR V8'-x2'FLAT BAR STRAPS OR GUSSET
• • .. • • • PLATES EA IDE OR EOUIV, PAST FN V/
• • • • •I• • • • • • •� ALL PURPOSE SCRE (3) 114x3/4 S.N.S. ! EACH CONNECTION PT. y0
• • • • •I• • • • • •• • •• • • • ROOF P �>to TYPICAL ROOF CONNECTION
•_ OFTET MAT LS ALUM 2'x_' SMB PER SPECIFIC DESIGN SMB RAFTER IS TELESCOPED OVER COLUMN
FASTEN V/CM) !10x3/4' SMS ! 3/4' QC.
EA SIDE TO 2'x2' ANGLE NOTE, 04-'H' OF SJLBJPROVI E 3/1 ' ALUM SPLICE PLATES g � 2' VIDEx V8' MIN STRAP !EA RAFTER
MQN LENGTHZM LEN1t'A � SPLICE PLATES \12x
/t0 SMSx2' LG INTO EDGE BEAM L
TYPICAL RIDGE BEAM CONNECTIONS GUTTER UP
TYPICAL RIDGE BEAM CONNECTIONS DOE OF PANEL FINISHED V/ N GUTTER LIP TO EDGE BEAM
EXTERNAL PLATES RECEIVEING CHANNEL FASTEN V/ r 3/4' ! 12. O.C.
NOTE OTHER EQUIVALENT PLATE SHAPES INTERNAL PLATES Maxi/4• TEKS I 8'O.C. rn aR ROpf
OR
• MAY BE USED WITH REO'D MIN LENGTH L - 1x2 OPEN BACK
QUANTITY OF SCREWS PER SCHEDULE 2•X2, Al. HOLLOW Vi R15ER S11E PANEL
V/110,11 1/2' TEKS COµpO i
FASTENER SCHEDULE: FASTENER SCHEDULE: ! s' Q.C.
SM.B. SIZE x x x S.M.B. SIZE Sc'zEEN,N RC3C3M
X x x x DETAIL H
X 4 i 4 I_12 10 2X4 16 12 1 PANEL ROOF TO FACIA DSOI GnT(II FASTOCI TO CQUrS V
2)C6 24 1 1/4' DIA x THROUGH BOLT.
____________ 32 _24 _ - 20 • WASHERS I. NUT OR EQUIV, - I
2X8 40 __30 24 2X8 40 30 24 .•..-.•'2X9 52 _I_40 30 2X9 52 40 30 64 MAY BE USED FOR ADDITIONS TO MOBILE HOMES D cR OUTTEN V/SN3N£E)(QNOOVE
48 40 2X10 64 .48 40 MODULAR & PARK MODEL HOMES AS WELL AS `\\
SITE BUILT BLOCK OR FRAME HOMES. END COVER ASTEN 2'x2' ANGLE BRKTS
TO SUIT R GUTTER W/ 110,1 3/4'315
! 3/4' O.C. CA SIDE
NOTE: sciREM
E IV C L_C3 S U f2 E TYPICAL CONNECTION D 9TA1L ! I
EQUIVALENT CONNECTIONS MAY BE USED IN PLACE OF TYPICAL CONSTRUCTION DETAILS FOR SCREEN ENCLOSURES SHOWN SUPER GUTTER TO tttl I
BEAMS &COLUMN SIZES TO BE PER. SITE SPECIFIC DESIGN _ SCREEN ROO SCREEN ENCLOSURE
ALL FASTENERS TO BE CORROSION RESISTANT J'
I hereby certify that I have reviewed this
{ plan and found it to be in compliance
with ASCE 7-10 and'setclon 1609 of the
FLORIDA BUILDING CODE, 6th Edition 17)
{ TL Hanson & Associates Inc g'�r °F
Consulting Engineer WE P NO.
Po Box 1728 Phon•352-521-5848 NTS
DER01/0w001 a+Ecloo
ENGINEER LICE FHAL'Y ALUMINUM TEL• 813-713-0422 TLH